Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'ARCHIES CREEK ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'E-1 Canal ' (1) ·
'E-1-E CANAL ' (1) ·
'Lateral "A" Canal ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-1 Canal ' (1) ·
'Northlake Blvd. WB ' (1) ·
'Salerno Creek ' (1) ·
'SR 91 TPK ' (1)
'13th Street SW ' (1) ·
'33rd Street ' (1) ·
'37th Street ' (1) ·
'57th Street ' (1) ·
'5th Street SW ' (1) ·
'AUDUBON CSWY ' (1) ·
'CR708 125.4 ' (1) ·
'Lake Worth Road ' (1) ·
'Loxahatchee Slough' (1) ·
'MARINA BLVD. ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Northlake Blvd. EB' (1) ·
'PROSPERITY FARM RD' (1) ·
'SE Ebbtide Ave. ' (1) ·
'Stribling Way ' (1)
884085 (1) ·
884093 (1) ·
884100 (1) ·
884101 (1) ·
884105 (1) ·
890119 (1) ·
894047 (1) ·
894055 (1) ·
930413 (1) ·
934137 (1) ·
934167 (1) ·
934168 (1) ·
934301 (1) ·
934943 (1) ·
934944 (1) ·
936451 (1)
'.06mi E OF LANDS END ROAD' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'5th St. SW at CR-611 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'StriblingWay ovr E-1canal' (1)
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
Showing below up to 16 results in range #1 to #16.
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